Wastewater treatment method and wastewater treatment system utilizing combination of anaerobic membrane bioreaction and shortcut nitrification and denitrification
A wastewater treatment system and anaerobic membrane biology technology are applied in the field of wastewater treatment methods and systems of anaerobic membrane biology-short-path nitrification and denitrification. The effect of floor space, convenient operation and management, and reduction of energy consumption and operating costs
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Embodiment 1
[0088] In this embodiment, the influent flow rate of the anaerobic membrane bioreactor is 106.6L / d, and the organic loading rate is 1.5 (kg / m 3 / d), the hydraulic retention time is 6.5H, and the sludge retention time is 100 days; the ammonia nitrogen inflow load of the short-range nitrification and denitrification reactor is 0.15 (kg / m 3 / d), the sludge residence time is 9.3d.
[0089] The concentration and removal rate of pollutants in the wastewater before and after the above steps are shown in Table 1.
[0090] Table 1. Operation results of wastewater treatment
[0091] parameter (mg / L) flooded out of water Average removal rate (%) COD 502±44 25±10 95 NH 4 + -N
50±5 3±1 94 NO 2 - -N
ND 12±2 - NO 3 - -N
ND 2±1 - TP 6±2 0.5±0.2 93
[0092] ND: not detected
[0093] It can be seen from the data in Table 1 that after the wastewater is treated, the removal rate of COD reaches 95%, and the removal ...
Embodiment 2
[0095] In this embodiment, the influent flow rate of the anaerobic membrane bioreactor is 30L / d, and the organic loading rate is 0.5 (kg / m 3 / d), the hydraulic retention time is 6.5H, and the sludge retention time is 100 days; the ammonia nitrogen inflow load of the short-range nitrification and denitrification reactor is 0.05 (kg / m 3 / d), the sludge residence time is 15d.
[0096] The concentration and removal rate of pollutants in the wastewater before and after the above steps are shown in Table 2.
[0097] Table 2. Operation results of wastewater treatment
[0098] parameter (mg / L) flooded out of water Average removal rate (%) COD 523±128 35±10 94 NH 4 + -N
[0099] It can be seen from the data in Table 2 that after the wastewater is treated, the removal rate of COD reaches 94%, and the removal rate of NH 4+ -N removal rate reached 95%, indicating that the anaerobic membrane bioreactor-SBR combined process has a good treatment effect on p...
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